Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date16 Nov 2024
Closing Date7 Dec 2024
Tender Amount₹ 30,82,000 
Notes
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Costs

Description

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M&L for carrying out & submission of electric logging in pilot bore for precise delineation of granular zones, as also the quality of ground water and also including submission of the report interpretation, complete all as specified and as directed. Note:- Electric logging shall be got carried out by the contractor from any Govt approved reputed agency as approved by the GE.

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Supply, fixing & lowering in bore well 250mm bore MS ERW (Mild steel, Electric Resistant Welded) Casing Pipe of wall thickness not less 8mm, confirming to IS:3589-1992 (with upto date amendments) duly ISI marked including jointing of pipes at the both ends by continious electric arc welding & also providing mild steel stiffners at the area of welded portion (duly welded to pipes), complete all as specified and directed. Note :- The pipes shall be of suitable length as per the site requirements and the external surfaces of the pipes shall be painted with two coats of anti corrosive bitumastic paint of approved brand suitable for drinking water, complete all as specified and directed.

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Supply, fixing & lowering in bore well 200mm bore MS ERW (Mild steel, Electric Resistant Welded) Casing Pipe of wall thickness not less 8mm, confirming to IS:3589-1992 (with upto date amendments) duly ISI marked including jointing of pipes at the both ends by continuous electric arc welding & also providing mild steel stiffners at the area of welded portion (duly welded to pipes), complete all as specified and directed. Note :- The pipes shall be of suitable length as per the site requirements and the external surfaces of the pipes shall be painted with two coats of anti corrosive bitumastic paint of approved brand suitable for drinking water, complete all as specified and directed.

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Supply, lowering and fixing 200 mm bore low carbon galvanised (LCG) strainer 3 metre/6 metre long with perforations at 0.75mm to 01 mm as per requirement with minimum 06 mm wall thickness, confirming to IS 8110:2000 including jointing with casing pipe at both ends by continuous electric arc welding and providing mild steel stiffners at the area of welded portion (duly welded to pipes), complete all as specifed and as directed

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Development of tube well using Air Compressure of minimum 350 psi, 600cfm pressure till sand/mud free water of the potable quality is obtained, complete all as specified and directed. Note :- All the T&P, Fuel, resources required for the developement shall be arranged by the contractor at his own cost and the quoted rates shall be deemed to include for all the above elements.

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All as per Item No - 08 here in above but by pumping with 25% extra capacity pump (after completion of item 8) so as to achieve minimum safe desired yield as decided by the GE complete all as specifed and directed. Note :- Yield Test shall be measured and paid separately under relevent items of Schedule.

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Supply, lowering, jointing and testing 100 mm bore & 3 Metre long mild steel (ERW) pipe with wall thickness not less than 4.8mm (ISI marked with IS No 3581, Latest Edition with updated errata/amendments) and having both ends flanged duly provided with heavy duty mild steel flanges not less than 10mm thick, screwed & Welded inside and outside, having 08 Nos predrilled holes of required size including provision of jointing materials i.e. rubber gasket, nuts, bolts, washers, also painting the external surfaces of pipe with 2 coats of anticorrosive paint, complete all as specified and directed.

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Supply, Fixing and testing, ISI marked (with IS No 14846-2000), heavy duty, class PN 1.6, CI body Sluice Valve, with brass spindle and one number hand wheel for 100 mm bore pipe/fittings, with both ends flanged duly jointed at both ends with and including jointing materials i.e 3 mm thick rubber gasket, bolts, nuts, washers etc of suitable size, complete all as specified and directed.

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Material and labour for 100 mm dia cast iron non return(Reflux) valve with flanged ends Non Return with GM working parts IS - 5312 heavy duty, drilled for bolts, including necessary rubber gasket joint complete with nuts and bolts for the following sizes including taking down the old unserviceable valves all as specified and directed by Engr-in-Charge.

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Excavation in trenches in soft/loose soil not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out, including trimming the sides and forming bottom surfaces to required levels for laying of pipes, cable, etc, complete all as specified and directed.

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Returning, filling in trenches including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick after laying of cable, pipe, etc, complete all as specified and directed.

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Removing surplus excavated material (soil) to a distance not exceeding 50M and depositing where directed at a level not exceeding 1.5 meter above the starting point, complete all as specified and directed.

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Supply & filling pea gravel (free from dust, dirt or vegetable manure etc) of 5mm to 8mm size around the casing and slotted pipe of bore well including all leads and lifts, complete all as specified and directed.

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Supply, lowering, connecting and testing submercible flat water proof cable, PVC insulalated ( heavy duty), 1100 volts grade, with multistranded copper coductor of size 3 core 10 sqmm, complete all as specified and directed.

80

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S&F MS taper/reducer of size 250mmx200mm including jointing of taper with casing pipe of size 250mm bore and 200mm bore by continuous electric arc welding and providing mild steel stiffners at the area of welded portion (duly welded to pipes of 250mm bore and 200mm bore), complete all as specified and directed.

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S&F MS threaded well cap with locking arrangement of approved quality for 10” dia MS pipe complete in all respects, as specified and directed.

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S&F bail plug of approved quality for 8” dia MS bore pipe, complete in all respects, as specified and directed.

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S&F including lowering of Steel Wire Rope, PVC insulated of size 12 mm dia of suitable size/ length as directed, with and including mild steel clamps, nuts, bolts and washers etc for holding column pipes / GI pipes of submersible pump sets, complete all as specified and directed.

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M&L for testing of water sample of new boring for bacteriological and chemical testing (systematic analysis) from government approved laboratory as approved by the GE including submission of the report to the GE,complete all as specified & directed.

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Testing of yield of bore well continously pumping for sixteen hours to determine safe pumping yield without any drawn down complete all as specified and as directed

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S & F Chainpully of capacity 3 Ton with all accessories for lowering and lifiting of submersible pump set complete all as specified and as directed.

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Supply, Jointing and laying in trenches in standard length , centrifugally cast (spun) ductile iron (DI) pressure pipes, with inside cement mortar lining and black bitumen external coating, nominal daimeter, class K-9 classification, confirming to IS-8329 ISI marked , including pushon and rubber gasket joints and jointing necessary DI specials etc including testing, complete all as specified for the ind and laying pipe ductile Iron, S/S including specials class K9 of 100 mm dia complete all as specfied NOTE :- DI specials/ fittings will be measured and paid separately under relevent items of Schedule

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M & L construction of brick masonry chamber of 90 cm x 90 cmx 90 cm [internal dimensions] suitable for 80mm/100mm bore sluice valve with PCC 1:4:8 type D2 using 40 mm graded stone aggregate for foundation brick wall with sub class ‘B’ brick, old size built in CM 1:6 PCC [1:2:4] type B1 [using 20 mm graded stone aggregate for coping rendering in CM [1.4] 15 MM thick including provision of MS sheet cover 3 mm thick with lifting and locking arrangements with MS frame 40 x 40 x 5mm, with two coats of synthetic enamel paint over a coat of red oxide primer to steel surfaces including necessary excavation and earth work in any type of soil complete all as specified.

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S & F DI fittings like bends (any type, radius and angel) tapers any type (straingh, bend, increasing, decreasing or double socket etc) tee pieces single brancehs 'Y' junction double branch, cross (all socket or socket and spigot) collars, caps and plugs for 100 mm bore of pipes complete all as specified and as directed.

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Acquisition of Geo-physical investigation for Ground water and selection of borewell site by CGWB or any Hydrogeologist & Groundwater Consultant and submission of report for the same at the department before commencement of drill for borewell.

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M&L heavy duty I-Shaped MS Beams of suitable size for protection of submersible pumpset at Open/Jack/Shalow well/any other shape all as per specified and as directed. (Note:- Unit rate included fixing arrangement, cutting, welding, making shape as required etc)

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Supply,laying testing and commissioning of LT UG XLPE sheathed PVC insulated, screened PVC bedded, Galvanised Steel Strip of Wire armoured Electric Power Cable heavy duty with stranded Aluminium Conductor 1100 Volt grade,‘E’ Grade, cross-sectional area 35 Sqmm 3½ Core, laid in trenches/surface of Wall/in GI Pipe along with Pole for connection to OH Lines including Brass Cable Glands Mild Steel Flat Iron Clamps, etc. and Testing complete all as specified and as directed. NOTE : Earthworks, Sand Cushioning, Bricks, GI Pipe, etc. will be measured and paid under appropriate Items.

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M&L Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 23 Cm Spread thickness (8 Cm in depth before laying the Cable and 15 cm in depth after laying the Cable) and consolidated (punned) upto 18 cm thickness, complete all as specified and as directed. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only shall be measured and paid for.

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Supplying and laying fly ash bricks laid in trenches over Sand Cushion laid for UG Cable Protection, complete all as specified and as directed.

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Supply , install, testing and commissioning of LT panel board outdoor type, CPRI approved , platform mounted factory made, totally enclosed dust and vermin proof openable from both front and rear side made out of 14 SWG (3 mm) thick CRCA MS Sheet and built upon suitable size angle iron frame work , having front and rear hinged doors, lifting lugs (2 Nos) , earthing strips at rear side , bottom detachable gland plate complete with suitable size zinc plated and passivated nut, bolts, spring and washers. The cabinet and all members should be chemically treated with MSR solution for anticorrosive treatment and apply spray paint with two coat of synethetic enamel paint over a coat of red oxide primer. The panel should be suitable for 415 volts, 50Hz, 3 phase 4 wire system and internal connection should be provided with aluminium strips of suitable size and necessary foundation work and comprising following:- (a) Copper Bus bar 200 A, 04 Nos and accessories. (b) Incoming MCCB, 4 pole, 100 Amps, 415 Volt AC, 25 KA rupturing capacity --01 No. (c) Outgoing MCCB, 3 pole, 63 Amps, 415 Volt AC, 25 KA rupturing capacity--02 Nos. (d) Ougoing MCB SPN 32 Amps, 10 kA, 'C' series, 240 volts--02 Nos. (e) Star Delta Starter 17.5 HP--02 Nos. (f) Ammeter and Voltmeter with selector switch--01 Nos. (g) Space for Starter-02 Nos (h) Indicator lamp (RYB) (set of three) - 01 Set

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M & L for Earthing complete with galvanised steel earth plate electrode 60 × 60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised iron strip 32×6mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and as directed.

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NOTES :- 1. For the items for which specifications not mentioned any where in the tender, the IRC specifications shall be followed. 2. Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc., required for complete and proper execution of the work. Refer Schedule "A" notes for details.

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